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' . ' ' T�\.�. ��.\ . .. ..�1C.� r' � r '� ��..I .�. •.'.� �. <br /> . , <br /> 157. GaraEcs tor the stora�e of privale plcasurc cars 167. Details should br. provided on'roof (Iloor) dia• <br /> should be designed for a miniinum 20�)0-pound pLragm conn:.'ions that indicate how the <br /> wheei load. Section 2302 (b). ' shezrs are tmnsfened to verlical shearresisb <br /> InC efemenls. Connectians shoWd be justilied <br /> ( 158. Live load siQns cre required. Seclion 23G?. See .� ' with structural calculations lor compliance with <br /> .................... ....................... altowa6le values. <br /> ..... ........................ _ <br /> _ i <br /> 159. Glued•laminated lumbcr should bc fabricated in 166. Nailing tor�ypsum board (lath, sheathinG board) <br /> accordancc with Section 2511 (f). <br /> — used st�ucturally on shear walls should be <br /> 15p. A�lowable stress in Glued�lami�ated memhers specified to comply with 1'able No. M17•I. <br /> over 12 inches in Lep[h should consider a � sum board (Iclh,sheatY• <br /> depth ^eduction factor. Section 2511 (d) 6. 169. Sh�ar walls utilizin GY^r <br /> •161. Bolled wnnections exposed to the weather are ing board) cannot be used to resist loads im• <br /> ' limited to ?5 percen[ of the allowable load posed by masonry or concrete wails. Footnote <br /> under protected conditions. U.B.C. Standard 1, Tabte No. 47•I. } <br /> No. 25•17. 170. Railings should be designed lo wilhstand a 20 <br /> 162. Anchora�e of concrete and masonry wails should (50) pound per toot horizontal force. Ta61e <br /> comply with Seclion 2313. No. 23�C. <br /> 163. Plywood grades sliould conform wilh Tabie No. 171. Ceiling loists should bc Uesigned for total load <br /> 25'B• � of not less than 10 (20) pounds per square <br /> 164. Justification is required that sufficient slope or fooL Table No. 2&C. <br /> eamber is available to assure adequate roof . <br /> drainage atter long time dellections. In lir.0 of 17p. Interior partitions shouid be lustified structurally <br /> � this, roots must be desi�ned Tor possible pond• for strength and deflection criteria specified in <br /> ing of water. Section 2305 (e). Section 2312 (b). <br /> • 165. Details on stressing method and hardware aiong 173 , . ,. ,,...,. should comply <br /> with ]ustifyinG data are required on.prestressed with a specific ICBO research recommendation <br /> concrete work. Tnis data should be submitted or ustif in test data should � submitted in <br /> � and approved prior to ordering of mat^_rial, 1 Y � <br /> Note that all tendons should comply with Sec compiiance with Section 106. _ _ <br /> tion 4303 (c) 3, tor fire�resistive purposes. <br /> 174. Plans should indicate that foundations extend <br /> 166. WeldinG data or details for steei decking used as below the frost line. � <br /> a diaphragm should be provided. Information � <br /> should compl�r with a specific ICBO research 175. -Pmvide complete speci(ication in conformance <br /> recommendatiun or test da[•. submitted in . W�th the design tor............................................ �. <br /> compliance with Section 106. � <br /> _ pdditional Corrections: ' � ' . � . �. � ' � � � � <br /> These sheets are a part of the ptans and shall remain attached thereto. Corrections as above indicated wili 6e complied ++ith. . <br /> , -_ . . . . � .(SiGn Here) � ........................: � <br /> ................._.................................. . <br /> Rechecked and Approved......_..___.-�---.--•–••----•—•—•-----""" � �signature o�owner or nPpucanq <br /> • � � �' ' , � Checked b ......_.............._....__........_ <br /> ....._.............._. <br /> ........... <br /> Oato_____.�_.___.__..�.._�._»_..._.._.._.. . , <br /> _ /.. ` . . � ' � . . <br /> 1 r. <br /> � .. . • ' � . Date........._...._._._. ....................._...................... <br /> C . . . . .. ..._. <br /> � - Sheet No.6 of G Sheels . � � � <br /> � + a;x, , <br /> - � s :�.�3"� S'� . <br /> -�,p. 4 � , . , <br />